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€8
Seismic behavior of the welded unreinforced flange-welded web (WUF-W) connection to column Abaqus
This project includes full video (step by step) – Cae file – inp file – Excel files and paper
Description
Seismic behavior of the welded unreinforced flange-welded web (WUF-W) connection to column Abaqus
In this example we intend to simulate the Seismic behavior of the welded unreinforced flange-welded web connection to column in the Abaqus software
As you observe in the picture, this Model is composed of beam, column, shear plate , continuity plate and stiffener
In this question, a cyclic loading is applied to the top of the beam and following that it’s hysteresis diagram will be drawn
In this picture, the hysteresis diagram gained from the Abaqus software has been compared with the experimental results
In this picture, deformation of the Model undergoing the cyclic loading can be observed
In this picture the deformation obtained from the Abaqus software has been compared with the experimental results
This project has been validated, which means that the results obtained from Abaqus software are similar to the results of the article. In other words, this project is based on the article
Information about this tutorial |
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Full video (Step by step) Cae file inp file Excel file (Amplitude loading) Excel file (Results) Paper (Article) | You will receive these files after purchase |
English | The language of the video |
Is 36 minutes | Duration of the video |
Is 300 MB | Size of all files |
Full HD, 1080p | Video quality |
After payment, the download link will be sent to your email immediately | Method of receiving |
Method 1 (Visa Card/MasterCard) : You can buy online using Visa Card and MasterCard Method 2 (PayPal) : Contact us by email to purchase with PayPal | Payment Method |
$ 8 | Price |
Email : saeedofmoeini@gmail.com | Contact us |
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